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Journal of Applied Mathematics
Volume 2012 (2012), Article ID 732791, 16 pages
http://dx.doi.org/10.1155/2012/732791
Research Article

Data Reconstruction for a Disturbed Soil-Column Experiment Using an Optimal Perturbation Regularization Algorithm

1Institute of Applied Mathematics, Shandong University of Technology, Zibo, Shandong 255049, China
2Institute of Mining Technology, Inner Mongolia University of Technology, Hohhot, Inner Mongolia 010051, China
3Analysis and Testing Center, Shandong University of Technology, Zibo, Shandong 255049, China

Received 9 August 2011; Revised 18 November 2011; Accepted 19 November 2011

Academic Editor: Morteza Rafei

Copyright © 2012 Gongsheng Li et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Abstract

This paper deals with data reconstruction problem for a real disturbed soil-column experiment using an optimal perturbation regularization algorithm. A purpose of doing the experiment is to simulate and study transport behaviors of Ca2+, Na+, Mg2+, K+, SO24, NO3, HCO3, and Cl when they vertically penetrating through sandy soils. By data analysis to breakthrough data of the eight kinds of solute ions, two kinds of models describing their transport behaviors in the column are given. One is the advection-dispersion equation with time-dependent reaction terms suitable for three ions of HCO3, NO3, and K+, the other is the ordinary advection-dispersion equation suitable for the rest ions. Furthermore, all the unknowns in each model are determined by utilizing the optimal perturbation regularization algorithm, respectively, and then the breakthrough data for each considered ion are reconstructed successfully. The inversion results show that the advection-dispersion model with suitable time-dependent reaction terms can be utilized to describe the experimental process and reconstruct the experimental data.

1. Introduction

Soil and groundwater pollution has become a serious threat to sustainable development throughout the world. It is important to characterize physical/chemical reactions quantitatively for a solute transport process in the soils and groundwater (see [14], e.g.). To understand transport behaviors of the soil in the presence of infiltrating contaminants, soil column experiments are often performed in the laboratory. There are disturbed and undisturbed soil-column infiltrating experiments, and the soil-column in a disturbed experiment is often loaded uniformly and orderly with a lucite tube. The primary purpose of doing a disturbed soil-column experiment is to simulate and study transport behavior of the considered ion when it vertically penetrating through the column with artificial chemical liquid.

On the research of soil-column experiments in the known literatures we have, 1D case is often concerned with. In early studies, it is a main task to construct mathematical models for soil-column experiments. The typical works could belong to Nielsen and van Genuchten and their researching groups. Nielsen et al. (see [5], e.g.) gave a general advection-dispersion equation describing solute transport in unsaturated soils, and van Genuchten and Wagenet (see [6], e.g.) discussed solute transport models of two sites/two regions in the soils. With development of computational tools and techniques, numerical methods and software packages based on convection-dispersion equations are widely utilized in the research of soil-column infiltrating experiments (see [713], e.g.). Recently, the authors have ever considered an undisturbed soil-column experiment using a linear model (see [14]) and a nonlinear model (see [15]), respectively, and gave successful numerical inversions by utilizing the optimal perturbation algorithm based on the measured breakthrough data.

As we know, for a disturbed soil-column infiltrating experiment, there always has no more complicated physical/chemical reactions in the solute transport process, and then a mathematical model seems to be easy to establish due to linearity of the transportation. However, it is still a trouble on how to uniquely determine transport parameters in the model which can not be measured directly by the experiment. Another thing is how to work out the unknown parameters with high precision as much as possible. Thus, inverse problem and inversion analysis methods are often encountered with for solutes transport problems in soil-column infiltrating experiments.

In this paper, we will investigate a disturbed soil-column experiment carried out in Zibo, Shandong Province, China, and study transport behaviors of eight kinds of ions of Ca2+, Na+, Mg2+, K+, SO42, NO3, HCO3, and Cl by the inversion method. On the basis of advection-dispersion mechanism and hydrochemical analysis to the experimental data, two kinds of models describing their transport behaviors in the column are discussed respectively. By applying the optimal perturbation regularization algorithm, all unknown transport parameters for each ion are determined, and then the measured breakthrough data are reconstructed successfully. The inversion results show that the reconstruction data basically coincide with the measured breakthrough data, and the advection dispersion equation with suitable time-dependent reaction terms can be utilized to describe the experimental process and reconstruct the experimental data. The paper is arranged as follows.

Section 2 gives the soil-column experiment, breakthrough curves of the eight ions and preliminary analysis of their transport behaviors. In Section 3, two kinds of transport models are given respectively, one is suitable for HCO3, NO3, and K+, and the other is for the rest. With the help of the models, the parameter identification problem for each ion is set forth based on the breakthrough data, and an optimal perturbation regularization algorithm is introduced. In Section 4, all the unknowns for each considered ion are determined by the inversion algorithm, and the breakthrough data are reconstructed. Finally, conclusions and discussions on the real problem here are presented.

2. Experimental Analysis

The disturbed soil-column experiment was carried out in a simple apparatus in a lab in Shandong University of Technology. The device is installed with three systems which are infiltrating system, soil-column system, and sample collector system, respectively. The soil column is composed by fine sands with diameter of 2 [mm], the diameter of the lucite tube loading the column is 18.6 [cm], and the height of the column is about 62 [cm]. After infiltrating the column with distilled water for 24 hours, the experiment was performed by infiltrating into the column with artificial coalmine water at the temperature of 20 centigrade.

By collecting water samples at the bottom of the column, 23 samples were collected, and all of them were immediately sent to tested and analyzed in Shandong General Inspecting Station of Geology and Environment. Thus, we get the so-called breakthrough data of positive ions of Ca2+, Na+, K+, and Mg2+ and negative ions of Cl, SO42, HCO3, and NO3, which are plotted in Figure 1 and Figure 2, respectively, where the transverse axis denotes the experimental time [h], and the vertical axis represents concentration of the solute ion at the bottom of the column [mg/L].

fig1
Figure 1: Breakthrough data of positive solute ions in the experiment.
fig2
Figure 2: Breakthrough data of negative solute ions in the experiment.

In Figure 1, we find that Ca2+, Na+, and Mg2+ in the liquid phase almost have same behaviors which go up quickly at the initial stage and then tend to steady situations gradually after 2-3 hours; however, there is a different performance for K+. Although K+ goes up rapidly during the initial stage of 3 hours, it is still in an increasing trend at a slow speed after 𝑡=3 [h].

On the other hand, let us investigate behaviors of negative ions plotted in Figure 2. Cl and SO42 have the same tendency with Ca2+, Na+, and Mg2+, but the situations are complicated for HCO3 and NO3. It is noticeable that the measured initial concentration of HCO3 in the inflow is very small, and the first sample (at 𝑡=2/3 [h]) gives a high concentration which is 152.7 [mg/L]. The reason may be ascribed to the actions of free CO2 in the inflow. From 𝑡=2/3 [h] to 𝑡=2 [h], the concentration goes down rapidly, it goes up quickly from 𝑡=2 [h] to 𝑡=6 [h], and approaches to an equilibrium after 𝑡=6 [h]. As for NO3, its first breakthrough concentration at 𝑡=2/3 [h] is 1.4 [mg/L], which is lower than that of 1.7 [mg/L] in the inflow, and after 𝑡=2/3 [h], it goes up rapidly during 𝑡(2/3,3/2) [h], and then goes down rapidly until 𝑡=3 [h]. It is surprising that it still goes down after 𝑡=3 [h] but with small oscillations.

In the following, on the basis of the above analysis, two kinds of mathematical models describing the solutes transport behaviors in the column will be given respectively, and an optimal perturbation algorithm will be introduced to determine the unknown parameters in the models.

3. Mathematical Model and Inversion Algorithm

3.1. The Mathematical Models

It is wellknown that, under suitable hypotheses, solute transportation in homogeneous porous media can be characterized using 1D advection-dispersion equation. For the disturbed soil-column experiment discussed in Section 2, physical/chemical reactions between the liquid and solid phases can be ignored since the column is composed by clean silver sands, and all of the ions transport in the column could be dominated by hydrologic dispersion and chemical reactions/ions exchanges among the solutes ions in the liquid phase. On the other hand, on the basis of the analysis in Section 2, we can deduce that transport behaviors of the ions of Ca2+, Na+, Mg2+, and Cl with SO42 could be described by the ordinary advection-dispersion equation, and transport model for the ions of HCO3, K+, and NO3 could be different, but can be described by the advection-dispersion equation with different time-dependent reaction terms representing possible chemical reactions/ions exchanges depending on the experimental time.

Based on the above analysis, the ions of Ca2+, Na+, Mg2+, and Cl with SO42 almost have similar behaviors resulting from convection and dispersion mechanisms. Without loss of generality, taking SO42 as example, and denoting 𝑐1=𝑐1(𝑥,𝑡) as its concentration in the liquid phase, then there is the ordinary advection-dispersion equation given below:𝜕𝑐1𝜕𝑡=𝑎𝐿𝑣𝜕2𝑐1𝜕𝑥2𝑣𝜕𝑐1𝜕𝑥,0<𝑥<𝑙,𝑡0<𝑡<𝑇tol,(3.1) where 𝑎𝐿 is the longitudinal dispersivity, 𝑣 is the average flow velocity, 𝑙 is the length of the column, 𝑡0 is the time at which the first sample collected, and 𝑇tol is the total infiltrating time.

Next, due to specialties of concentrations of HCO3, K+, and NO3 varying with the experimental time, we will utilize time-dependent reaction terms to describe their transport behaviors, respectively. Denote 𝑐𝑖=𝑐𝑖(𝑥,𝑡) (𝑖=2, 3, 4) as their concentrations of HCO3, K+, and NO3, respectively, then we have𝜕𝑐𝑖𝜕𝑡=𝑎𝐿𝑣𝜕2𝑐𝑖𝜕𝑥2𝑣𝜕𝑐𝑖𝜕𝑥+𝛽𝑖1(𝑡)𝑐𝑖,0<𝑥<𝑙,𝑡0<𝑡<𝑇tol,𝑖=2,3,4,(3.2) where 𝛽𝑖1(𝑡) (𝑖=2, 3, 4) represent the physical/chemical reactions depending on the experimental time for solutes ions of HCO3, K+, and NO3, respectively, which are unknown in the experiment.

Finally, following the method as used in paper [15], initial and boundary conditions of (3.1) and (3.2) are given as follows.𝑐𝑖𝑥,𝑡0=𝑐𝑖0+𝑐𝑖𝑙,𝑡0𝑐𝑖0𝑥𝑚𝑖𝑙𝑚𝑖,0𝑥𝑙,𝑖=1,2,3,4,(3.3) here 𝑚𝑖>0 (𝑖=1, 2, 3, 4) are unknown initial indexes which will be determined later. In addition, the boundary conditions are given as:𝑐𝑖(0,𝑡)=𝑐𝑖0,𝜕𝑐𝑖𝜕𝑥(𝑙,𝑡)=0,𝑡0𝑡𝑇tol,𝑖=1,2,3,4.(3.4)

Then, two kinds of mathematical models describing solutes transport behaviors in the soil-column are given by (3.1) and (3.2) together with the initial boundary value conditions (3.3) and (3.4), respectively. Since the initial indexes in condition (3.3) and the reaction coefficient functions in (3.2) are all unknown, a suitable inversion algorithm must be applied to determine them numerically. Furthermore, thanks to the independence of (3.1) with (3.2), we can see in the next section that each ion can be reconstructed independently of the others.

In the following, we will take HCO3(𝑐2) as example and introduce an optimal perturbation regularization algorithm (see [1416]), e.g.) to determine the unknown parameters based on the measured breakthrough data. For convenience of computation, we will transform the model to a dimensionless form.

Set 𝐶2=𝑐2/𝑐20, 𝑍=𝑥/𝑙 and 𝑇=𝑣𝑡/𝑙, then we have𝜕𝐶2=𝑎𝜕𝑇𝐿𝑙𝜕2𝐶2𝜕𝑍2𝜕𝐶2+𝑙𝜕𝑍𝑣𝑞1(𝑇)𝐶2,0<𝑍<1,𝑇0<𝑇<𝑇,(3.5) where 𝑞1(𝑇)=𝛽1((𝑙/𝑣)𝑇), and 𝑇0=𝑣𝑡0/𝑙, 𝑇=𝑣𝑇tol/𝑙.

The initial and boundary value conditions are transformed to𝐶2𝑍,𝑇0𝑐=1+2𝑙,𝑡0𝑐20𝑍1𝑚2𝐶,0𝑍1,(3.6)2(0,𝑇)=1,𝜕𝐶2𝜕𝑍(1,𝑇)=0,𝑇0𝑇𝑇,(3.7) respectively.

Now the problem left is to determine the initial parameter 𝑚2 and the reaction coefficient 𝑞1(𝑇) which can lead to an inverse problem of parameter identification. Therefore, some additional information from the experiment is needed. The additional condition we will utilize is the breakthrough data as plotted in Figure 2. Also by dimensionless to the real data, we have𝐶21,𝑇𝑘=𝐶𝑘2,𝑘=1,2,,𝐾.(3.8)

As a result for HCO3, an inverse problem of determining the time-dependent reaction function and the initial index is formulated by (3.5), the initial boundary condition (3.6)-(3.7), and the over-posed condition (3.8).

In addition, the initial concentration of SO42(𝑐1), HCO3 (𝑐2), K+(𝑐3), and NO3 (𝑐4) are given as 𝑐10=1023.2 [mg/L], 𝑐20=34.1 [mg/L], 𝑐30=17.2 [mg/L], and 𝑐40=1.7 [mg/L], respectively. By the experiment, we know that the length of the column is 𝑙=0.62 [m], the average flow velocity is 𝑣=2.4×105 [m/s], and the total infiltrating time is 𝑇tol=21 [h]. Finally, noting that the soil medium is composed by sand with 2 [mm] diameter, the longitudinal dispersivity 𝑎𝐿=8.8×103 [m], which is estimated by known experimental results (see [1], e.g.).

3.2. The Optimal Perturbation Regularization Algorithm

In this subsection, we will also take HCO3(𝑐2) as example to introduce the optimal perturbation regularization algorithm. Suppose that the unknown source parameter has an approximate polynomial expansion given as:𝑞1(𝑇)𝑁𝑖=0𝑎𝑖𝑇𝑖,(3.9) where 𝑎𝑖(𝑖=0,1,,𝑁) are expansion coefficients. Then, the model parameters we are to determine can be denoted by a vector given as follows:𝑎𝑟=0,𝑎1,,𝑎𝑁,𝑚2,(3.10) here 𝑎𝑖(𝑖=0,1,,𝑁) are coefficients referred to (3.9), and 𝑚2 is the initial index given in (3.6).

Now, for any prescribed 𝑟𝑗(𝑗=0,1,), set𝑟𝑗+1=𝑟𝑗+𝛿𝑟𝑗,𝑗=0,1,.(3.11) Thus in order to get 𝑟𝑗+1 from given 𝑟𝑗, we need to compute an optimal increasing perturbation 𝛿𝑟𝑗. In the following, for convenience of writing, 𝑟𝑗 and 𝛿𝑟𝑗 are abbreviated as 𝑟 and 𝛿𝑟, respectively.

Denote 𝐶2(𝑍,𝑇;𝑟) as the unique solution of the forward problem (3.5)–(3.7) for any prescribed vector 𝑟. Taking Taylor’s expansion for 𝐶2(1,𝑇;𝑟+𝛿𝑟) at 𝑟 and ignoring higher order terms, we can get𝐶2(1,𝑇;𝑟+𝛿𝑟)𝐶2(1,𝑇;𝑟)+𝑇𝐶2(1,𝑇;𝑟)𝛿𝑟.(3.12) Furthermore, define a perturbation functional for 𝛿𝑟 as follows:𝐶𝐹(𝛿𝑟)=2(1,𝑇𝑘;𝑟)+𝑇𝐶2(1,𝑇𝑘;𝑟)𝛿𝑟𝐶𝑘22+𝛼𝛿𝑟2,(3.13) where 𝛼>0 is regularization parameter, and𝑇𝐶21,𝑇𝑘;𝑟𝛿𝑟𝑁+1𝑖=0𝐶21,𝑇𝑘;𝑟+𝜏𝑖𝐶21,𝑇𝑘;𝑟𝜏𝑖𝛿𝑟𝑖,𝑘=1,2,,𝐾,(3.14)

𝜏=(𝜏0,𝜏1,,𝜏𝑁+1) is numerical differential steps vector.

Denote𝐶𝜉=21,𝑇1;𝑟,𝐶21,𝑇2;𝑟,,𝐶21,𝑇𝐾𝐶;𝑟;𝜂=12,𝐶22,,𝐶𝐾2,(3.15)𝑔𝑘𝑖=𝐶21,𝑇𝑘;𝑟+𝜏𝑖𝐶21,𝑇𝑘;𝑟𝜏𝑖𝑔,𝐺=𝑘𝑖𝐾×(𝑁+2).(3.16) Then, the functional expression (3.13) can be reduced to𝐹(𝛿𝑟)=𝐺𝛿𝑟(𝜂𝜉)2+𝛼𝛿𝑟2.(3.17) It is easy to testify that minimizing (3.17) can be reduced to solve the following normal equation (see [17], e.g.)𝐺𝑇𝐺𝛿𝑟+𝛼𝛿𝑟=𝐺𝑇(𝜂𝜉).(3.18)

By the above discussions, we know that the best perturbation 𝛿𝑟 can be solved by the normal equation (3.18) via𝛿𝑟=𝛼𝐼+𝐺𝑇𝐺1𝐺𝑇(𝜂𝜉),(3.19) then the optimal coefficient vector 𝑟 can be approximated by iterations (3.11) as long as the perturbation satisfying a given precision. This is the principal idea and procedure of the optimal perturbation regularization algorithm. The key points of performing the algorithm lie in appropriate choices of initial iteration 𝑟0, regularization parameter 𝛼, and differential steps vector 𝜏=(𝜏0,𝜏1,,𝜏𝑁+1).

4. Inversion Results

Following the methods as used in paper [14, 15], we will implement the above optimal perturbation regularization algorithm to determine the unknown vector 𝑟 given by (3.10) numerically, and then reconstruct the measured breakthrough data for the ions of HCO3, SO42, K+, and NO3, respectively. The reaction coefficient can be determined in different approximate space, and one needs to choose a suitable approximate dimension 𝑁 so as to reconstruct the measured data with high accuracy. For the four kinds of ions, we will realize the inversion with different dimension. All computations are performed in a PC of Dell Dimension 9200.

4.1. Data Reconstruction for HCO3

Set 𝑁=7 and choose regularization parameter as 𝛼=0.08, initial iteration as 𝑟0=(0,0,0,0,0,0,1), and numerical differential steps vector as 𝜏=(1𝑒1,1𝑒2,,1𝑒9), then by 100 iterations which cost CPU time 295.4 [s], we obtain the inversion parameters given as follows:𝑟inv=(1.7124,11.1543,18.0604,5.9008,9.3842,9.3487,3.1368,0.3681,1.0727),(4.1) that is, 𝑞1(𝑇)=1.7124+11.1543𝑇18.0604𝑇2+5.9008𝑇3+9.3842𝑇49.3487𝑇5+3.1368𝑇60.3681𝑇7,𝑚(4.2)2=1.0727,(4.3) and the relative inversion error is worked out asErr=𝜂𝐶21,𝑇;𝑟inv2/𝜂2=0.0113,(4.4) where 𝜂 is the measured breakthrough data vector of HCO3 given in (3.15), and 𝐶2(1,𝑇;𝑟inv) is the reconstruction data. Furthermore, the inversion reconstruction data and the real measured breakthrough data are plotted in Figure 3.

732791.fig.003
Figure 3: The breakthrough data and reconstruction data for HCO3.
4.2. Data Reconstruction for SO42

Let us consider the solute ion of SO42. As for (3.1) with corresponding initial boundary conditions, there is only one initial parameter 𝑚1 to be determined. Therefore, the optimal perturbation algorithm can be simplified as done in paper [14]. By utilizing the optimal perturbation algorithm without regularization term (choosing regularization parameter 𝛼=0), and taking initial iteration value as 1, numerical differential step as 𝜏=1𝑒1, the initial index can be determined by 7 iterations costing CPU time 1.7 [s] which is 𝑚1=3.7588, and the relative inversion error is Err=0.0277. Figure 4 plots the measured breakthrough data and the reconstructed data of SO42, respectively.

732791.fig.004
Figure 4: The breakthrough data and reconstruction data for SO42.
4.3. Data Reconstruction for K+andNO3

As for K+, similarly as done for HCO3, take 𝑁=3 here and choose regularization parameter as 𝛼=0.05, initial iteration as 𝑟0=(0,0,0,0,1), and numerical differential steps vector as 𝜏=(1𝑒2,1𝑒3,1𝑒4,1𝑒5,1𝑒6), the unknown reaction coefficient, and the initial index for K+ are worked out by 31 iterations which costing CPU time 24.0 [s] given as follows:𝑞2(𝑇)=0.14130.1859𝑇+0.1464𝑇20.0305𝑇3,𝑚3=0.6558,(4.5) and the relative inversion error is Err=0.0141. Figure 5 plots the measured breakthrough data and the reconstructed data of K+, respectively.

732791.fig.005
Figure 5: The breakthrough data and reconstruction data for K+.

Now let us deal with data reconstruction for NO3 in which case the situation seems to be a little complicated. If still following the above method, there are no inversion results we need to appear. So, we perform the algorithm in a little different way as compared with the above computations by choosing a fixed initial index prescribed. Moreover, if setting an initial index in advance, then we only need to determine the time-dependent reaction coefficient.

On the concrete computations, taking 𝑚4=3, 𝑁=9, regularization parameter as 𝛼=0.05, initial iteration as zero, and numerical differential steps vector as 𝜏=(1𝑒1,1𝑒2,,1𝑒10), an optimal reaction coefficient for NO3 is worked out by 500 iterations which costing CPU time 1636.7 [s] given as follows:𝑞3(𝑇)=3.00320.104𝑇+36.064𝑇210.092𝑇321.755𝑇4+6.761𝑇5+17.050𝑇614.783𝑇7+4.523𝑇80.491𝑇9,(4.6) and the relative inversion error is Err=0.0285. The measured breakthrough data and the reconstruction data for NO3 are plotted in Figure 6, respectively.

732791.fig.006
Figure 6: The breakthrough data and reconstruction data for NO3.

5. Discussions and Conclusions

5.1. Discussions
5.1.1. On Reaction Coefficient

Firstly, let us investigate actions of the reaction coefficients. By the inversion result (4.2) for HCO3, and noting (3.2) (𝑖=2) and its dimensionless form (3.5), we can get𝛽1(𝑡)=1.7124+1.5544𝑡0.3507𝑡2+0.0160𝑡3+0.00354𝑡44.91𝐸4𝑡5+2.30𝐸5𝑡63.76𝐸7𝑡7,(5.1) which is the reaction coefficient with dimensional time 𝑡 for HCO3. By (5.1) we can see that the expansion coefficients of 𝛽1(𝑡) become smaller and smaller as 𝑁 goes to large.

Similarly, the reaction coefficients 𝛽2(𝑡) and 𝛽3(𝑡) in (3.2) (𝑖=2,3) can be worked out which are given as𝛽2(𝑡)=0.14130.0259𝑡+0.00284𝑡28.26𝐸5𝑡3,𝛽3(𝑡)=3.0032.8016𝑡+0.7004𝑡20.0273𝑡30.00820𝑡4+3.55𝐸4𝑡5+1.25𝐸4𝑡61.51𝐸5𝑡7+6.43𝐸7𝑡89.73𝐸9𝑡9,(5.2) respectively. Furthermore, 𝛽𝑖(𝑡) (𝑖=1, 2, 3) are plotted in Figure 7 so as to study their changes with the experimental time, respectively.

732791.fig.007
Figure 7: Reaction coefficients with time.

From Figure 7, we can find that the reaction to K+ almost has no change throughout the experiment; and the reaction to HCO3 goes up at the initial stage, and then keeps a little increase during 𝑡(5,15)[h]. As for the reaction to NO3, it decreases during the initial stage, and then keeps unchanging during 𝑡(2,15)[h], and after 𝑡>15 [h], it becomes decreasing quickly.

It is noticeable that the above arguments basically coincide with those hydrochemical analysis given in Section 2 except for NO3 in the case of 𝑡>15 [h]. In addition, we also find that 𝛽2(𝑡) and 𝛽3(𝑡) both have similar asymptotic properties as 𝛽1(𝑡), that is, the expansion coefficients of the reaction term go to zero as 𝑁 becomes large.

5.1.2. On Space Distribution at the First Outflow

Now, look at the following figure which plots space distributions at the first outflow time of 𝑇=𝑇0 for the four kinds of solute ions.

From Figure 8, we can see that at the first outflow time of 𝑡=2/3 [h], NO3, SO42, and K+ are in similar situations, and HCO3 has a special behavior.

732791.fig.008
Figure 8: Space distributions at 𝑇=𝑇0.

For NO3, its concentration varies from 1 (𝑡=0) to 1.4/1.70.8235 (𝑡=2/3 [h]), and goes down almost along with a straight line very slowly.

For SO42, its concentration varies from 1 (𝑡=0) to 10.0/1023.20.0098 (𝑡=2/3 [h]), and goes down with convexity but faster than NO3.

For K+, its concentration varies from 1 (𝑡=0) to 1.1/17.20.0640 (𝑡=2/3 [h]), and decreases also faster than NO3, but with concavity.

As for HCO3, its concentration changes from 1 (𝑡=0) to 152.7/34.14.4780 (𝑡=2/3 [h]), and goes up quickly with almost linearity.

In summary, during this interval of 𝑡(0,2/3)[h], hydrodynamical advection dispersion actions may be play dominating roles in the solutes transport through the column. However, there are some chemical reactions occurring in HCO3 except for mechanical advection and dispersion. For example, the free CO2 in the inflow can produce HCO3 when penetrating through the column, and the amount of HCO3 reaches a maximum at the bottom of the column at 𝑡=2/3 [h].

5.2. Conclusions

We give several concluding remarks to end this paper.(1)By the model and data reconstruction results, we can see that the main transport behaviors of solutes ions in the soil-column are dominated by hydrodynamical advection and dispersion mechanisms. There are no complicated physical/chemical reactions between solid and liquid phases, especially for the solutes ions of SO42, Cl, Ca2+, Na+, and Mg2+, whose transport behaviors through the column can be described by purely advection-dispersion equation (3.1) with suitable initial conditions.(2)As for HCO3, K+, and NO3, their transport behaviors in the column could be described by the advection-dispersion equation (3.2) with suitable time-dependent reaction terms and initial conditions. It is noticeable that K+ has some properties similar to those five ions; but for HCO3 and NO3, they have some different properties as compared with the other ions maybe resulting from chemical reactions or ions exchanges in the liquid phase.(3)As stated in Section 5.1.2, at the initial interval of 𝑡(0,2/3) [h], it is still a trouble to describe the solute transport behaviors in mathematics due to lack of measured data. Maybe better experimental devices, and other mathematical tools are needed. In addition, noting that nonlinear processes could occur quickly during this short time, perhaps it is feasible and prospective that utilizing the model in a smaller time scale of second instead of hour during this interval.(4)By performing the inversion algorithm, we find that a numerical uniqueness on the inverse problem can be obtained in the sense of ignoring higher-order terms. Let us take the inversion for 𝛽2(𝑡) as example. For the reason of seeking for regularity, we perform the algorithm utilizing the initial index of 𝑚3=0.6558 determined in Section 4.3, and keeping the same inversion error. Table 1 gives the inversion results for 𝛽2(𝑡) taking on higher-order polynomials including the case of 𝑁=3.

tab1
Table 1: Inversion results for 𝛽2(𝑡) in higher-order polynomials.

From the table, we can find that if taking the first term as an approximation, the reaction coefficient should be 𝛽2(𝑡)=0.14; if taking the front two terms as an approximation, the optimal reaction coefficient should be given by 𝛽2(𝑡)=0.140.02𝑡. Another thing we should mention is that for different truncated levels 𝑁=3, 4, 5, 6 and 𝑁=7, all of the inversion results preserve the same relative error expressed by Err=0.0141. From this point of view, the numerical inversion is of uniqueness too. As to theoretical uniqueness of the inverse problem here, we will deal with it in our sequent papers.

Acknowledgment

This paper is supported by the National Natural Science Foundation of China (Grant nos. 10926194, and 11071148).

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